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Authors

Hicham Mokhbi Laboratoire de Recherche en Génie Civil, Université de Biskra, BP 145 Biskra 07000, Algérie Author
Mekki Mellas Laboratoire de Recherche en Génie Civil, Université de Biskra, BP 145 Biskra 07000, Algérie Author
Abdelhak Mabrouki Laboratoire de Recherche en Génie Civil, Université de Biskra, BP 145 Biskra 07000, Algérie Author
Jean‐Michel Pereira Laboratoire NAVIER, École des Ponts ParisTech, 6 et 8 avenue Blaise Pascal, 77420 Champs‐sur‐Marne, France Author

DOI:

https://doi.org/10.69717/jaest.v2.i1.29

Keywords:

Plate anchor, Pullout capacity, Finite element, Frictional soil

Abstract

This paper presents a numerical study of the ultimate pullout capacity of an isolated stripplate anchor, using the finite element method by Plaxis 2D software. The plate anchor is assumedrigid horizontally installed in a frictional soil and subjected to a centered vertical load. The soilbehavior is governed by an elastic‐perfectly plastic law, and Mohr‐Coulomb criterion was adopted.The ultimate pullout capacity is expressed in terms of pullout factor Nγ for different values of thedepth H and the internal friction angle of soil φ'. The numerical results obtained allow us topropose a simple relationship to calculate the pullout factor of a strip plate anchor embeddedhorizontally in frictional soil. The numerical results of this study are finally compared to thoseavailable in the literature.

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Published

2016-06-19

Issue

Section

Research Paper

How to Cite

Numerical study of a vertical pullout capacity of strip anchor plate on a frictional soil. (2016). Journal of Applied Engineering Science & Technology, 2(1), 7. https://doi.org/10.69717/jaest.v2.i1.29

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